Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State-Reference-Cited by-同舟云学术

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Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State

Published:2024-06 Issue:6 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cao Hongyou¹^ORCID,Li Huiyang²,Zhou Yunhua³,Li Zhi⁴,Feng Liuyang⁵

Affiliation:

1. School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China (corresponding author). ORCID: .

2. School of Civil Engineering and Architecture, Wuhan Univ. of Technology, Wuhan 430070, China.

3. Guang Dong Bay Area Traffic Construction Investment Co., Ltd., Guangzhou 511466, China.

4. Wuhan Metro Bridge and Tunnel Management Co., Ltd., Wuhan 430070, China.

5. Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6572

Reference50 articles.

1. Optimum Criss Crossing Cables in Multi-span Cable-stayed Bridges using Genetic Algorithms

2. Size and post-tensioning cable force optimization of cable-stayed footbridge

3. Hanger pre-tensioning force optimization of steel tied-arch bridges considering operational loads;Cao H.;Struct. Multidiscip. Optim.,2021

4. Layout and size optimization of suspension bridges based on coupled modelling approach and enhanced particle swarm optimization

5. Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method

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